Design and Build of Philhealth (Dona Felomina) Tender - 26818818

Procurement Summary

Country: Philippines

Summary: Design and Build of Philhealth (Dona Felomina) Building 3Rd & 4Th Floor of Don Emilio Del Valle Memorial Hospital

Deadline: 08 Oct 2018

Posting Date: 17 Sep 2018

Other Information

Notice Type: Tender

TOT Ref.No.: 26818818

Document Ref. No.: 2018-devmh-139

Competition: ICB

Financier: Self Financed

Purchaser Ownership: -

Tender Value: Refer Document

CPV Classification

71541000 - Construction project management services

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Tender Details

Design and Build of Philhealth (Dona Felomina) Building 3Rd & 4Th Floor of Don Emilio Del Valle Memorial Hospital
TERMS OF REFERENCE
Project Description :
DESIGN AND BUILD OF PHILHEALTH BUILDING ( 3rd& 4th Floor) OF DON EMILIODEL VALLE MEMORIAL HOSPITAL
Ubay, Bohol
I. INTRODUCTION
A. Background and Rationale:
The health agenda of the previous administration identifies Universal Health Care as among its most important programs. Its strategic directions include a refocused PhilHealth, upgrading and improvement of public healthcare facilities and attainment of Millennium Development Goals 4, 5, and 6. In pursuit of these objectives, the DOH aims to upgrade the facilities of its retained hospitals, one of which is the Don Emilio Del Valle Memorial Hospital (DEVMH) in Ubay, Bohol. The upgrading plan for the DEVMH will improve the provision of health care services for patients in the Northeastern part of Bohol.
The DEVMH is a 100 bed level 1 hospital providing health care delivery services in internal medicine, pediatrics, surgery, and obstetrics and gynecology through in-patient admissions, outpatient care, and emergency services. The business case for its upgrading envisions an increase in bed capacity to 300 to meet the demands of the catchment population. The hospital is presently located in the town of Ubay. It sits on a 1.25 hectare property and will soon acquire its two adjacent lots where most of the new infrastructure developments will be constructed. The existing buildings have been repaired and renovated but still the need to expand and cater more patients still persist.
In view of this, a new Master Site Development Plan of the hospital was prepared to put in place the location of the proposed infrastructures in the coming years.
B. Objectives
The Hospital Upgrading Projects of the Don Emilio Del Valle Memorial Hospital (DEVMH) in Ubay, Boholis being pursued to support one of the DOH-s strategic approaches to improve the delivery of basic, essential, as well as specialized health services through the rationalization and critical upgrading of health facilities.
The 2018 Hospital Upgrading Project of Don Emilio Del Valle Memorial Hospital (DEVMH) will achieve the following major objectives:
1. To upgrade (DEVMH) to meet the infrastructure requirements of a 300-Beds Hospital and standards for fire safety and protection;
2. To develop (DEVMH) to meet the ever changing and increasing demands of quality health care delivery;
The Project calls for the design and construction of the third and fourth floor of the Philhealth Building. The building is located beside the Main building and is adjacent to the Morgue and Waste Treatment Facility. The main components/departments on both floors are shown below.
a. Third Floor :Intensive Care Unit (ICU) and Semi-Private Rooms
b. Fourth Floor : Pedia Ward, Infirmary and Semi-Private Wards
II. CONCEPTUAL DESIGN
The design concept of the project were governed by the planning and design standards of Level 1 Service Capability Hospital Facility as prescribed by the latest requirements of the Department of Health and other concerned agencies. Building design shall conform to the provisions of the National Building Code of the Philippines (PD 1096), Accessibility Law (BP 344), National Structural Code of the Philippines, Electrical Engineering Law (RA 7920), Mechanical Engineering Law (RA 5336), Plumbing Code (RA 1378, 1993-1994 Revisions), Fire Code (RA 9514) and other laws and regulations covering environmental concerns and local ordinances and regulations.
The As-built Plan and Proposed Schematic Lay-out/Call-out will be provided as basis reference in the development of Preliminary Conceptual Design/Plans to be submitted as part of the Technical Proposal. However, it is the responsibility of the Bidder to verify actual site conditions and dimensions. The Preliminary Conceptual Design Plans and Perspectives shall be included construed part of the Technical Proposal as follows:
Preliminary Conceptual Design Perspective Required Specified Degree of Details
A. Aerial Perspective View All Perspective / plans shall be at least A3 Size paper in colored printed and shall conform with the preliminary conceptual plans and at least 3D rendered.
B. Worm-s Eye Perspective View All Perspective / plans shall be at least A3 Size paper in colored printed and shall conform with the preliminary conceptual plans and at least 3D rendered.
C. Front Perspective View All Perspective / plans shall be at least A3 Size paper in colored printed and shall conform with the preliminary conceptual plans and at least 3D rendered.
D. Rear Perspective View In conformance with the preliminary conceptual plans and at least 3D rendered.
E. Left & Right Side Perspective View All Perspective / plans shall be at least A3 Size paper in colored printed and shall conform with the preliminary conceptual plans and at least 3D rendered.
F. Longitudinal and Transverse Section Plans At least one Longitudinal and One Transverse Section Plans in at least A3 Size Paper
III. PERFORMANCE SPECIFICATIONS AND PARAMETERS
Site and space planning were governed by the standards, rules and regulations on the design of Level 1 hospitals as prescribed by the Department of Health and other concerned agencies. Building design shall conform to the provisions of the National Building Code of the Philippines (PD 1096), Accessibility Law (BP 344), National Structural Code of the Philippines, Electrical Engineering Law (RA 7920), Mechanical Engineering Law (RA 5336), Plumbing Code (RA 1378, 1993-1994 Revisions), Fire Code (RA 9514) and other laws and regulations covering environmental concerns and local ordinances and regulations.
A. Pre-Detailed Design
1. Preliminary Conceptual Design Plans/Perspective
2.1 Preparation of the following drawings for design development based on the as built plan and schematic lay-out/Call-out prepared by the procuring entity. Please refer to section II. CONCEPTUAL DESIGN.
B. Detailed Design
1. Preparation of the following Detailed Design Drawings of entire building (see DOH Checklist of Drawings Requirements) based on the Design Development Drawings and Design Parameters including any revisions and refinements as approved and required by the (DEVMH):
a. Detailed Architectural Plans (refer to Checklist of Drawings Requirements and Design Parameters).
b. Detailed Structural Plans (refer to Checklist of Drawings Requirements and Design Parameters).
c. Detailed Electrical Plans (refer to Checklist of Drawings Requirements and Design Parameters).
d. Detailed Storm Drain, Sanitary and Plumbing Plans (refer to Checklist of Drawings Requirements and Design Parameters).
e. Detailed Mechanical Plans (refer to Checklist of Drawings Requirements and Design Parameters).
f. Structural Computations, including Soil Boring Test Results and Seismic Analysis and Electrical Design Computations.
g. General Notes and Technical Specifications describing type and quality of materials and equipment to be used, manner of construction and the general conditions under which the project is to be constructed.
h. Detailed Bill of Qualities, Cost Estimates including a summary sheet indicating the unit prices of construction materials, labor rates and equipment rentals.
i. Summary of Works
C. Construction
As a rule, contract implementation guidelines for procurement of infrastructure projects shall comply with Annex -œE- and guidelines for the implementation of contracts for DESIGN AND BUILD infrastructure projects shall comply with Annex -œG- of IRR, RA 9184. The following provisions shall supplement these procedures:
1. SCOPE OF WORKS FOR PHILHEALTH (3RD & 4TH FLOOR)
Construction Works (Inclusive of Building Permits, Licenses, Permits, etc.)
a. General Scope: Construction of 3rd-4th floor Philhealth Building with complete architectural and engineering works breakdown of which is but not limited to the following:
a.1 Removal and clearing of structures/obstruction.
a.2 Demolished and re-construct existing roadway.
a.2.1. Demolished portion of roadway below the connecting bridge.
a.2.2. Re-construct demolished roadway lowering its elevation while securing a vertical clearance of 3.8m-4meters from the connecting bridge.
a.2.3. Provide drainage on the lowered portion of the roadway.
a.2 Structural and Civil Works
a.2.1. Column
a.2.2. Suspended Slab (includes 4th floor roofdeck)
a.2.3. Slab beam
a.2.4. Lintel beam (on windows and doors)
a.2.5. Ramp
a.2.6. Firewall (with ventilation)
a.2.7. Cistern Tank
a.2.8. Interior and exterior walls
a.2.9. Elevator shaft and Machine/engine room
a.2.10. Roofdeck (waterproofed)
a.2.11. Concrete Pavement between fire exit stair and Morgue
a.2.12. Drainage structure
a.2.13. Protection of existing structures, utility systems during construction
a.3 Complete Architectural Works
a.3.1 Architectural metal works
a.3.2 Wall, ceiling, floor, counter finishes and accessories
a.3.3. Finishes for wall, ceiling, wall, counter finishes and accessories
a.3.4 Doors and windows and fenestration
a.3.5. Painting Works
a.3.6. Special features and furnishings
a.4 Complete Sanitary/Plumbing Works
a.4.1. Fixtures, fittings and accessories
a.4.2. Sewerline and Vent system
a.4.3. Wastewater line and Vent system
a.4.4. Cold Waterline system
a.4.5. Storm Drainage system
a.4.6. All plumbing/sanitary lines should be tapped to existing connections and main sewerline.
a.4.7. Source of water supply for all water closet should be from the effluent of existing Waste Water Treatment Facility
a.4.8 Provide water tank with pump for water supply of the building
a.5 Complete Electrical and Communications Works
a.5.1. Power system including fixtures, fittings, devices, wires and cables
a.5.2. Lighting system including fixtures, fittings, devices, wires and cables
a.5.3. Auxiliary system
a.5.3.1 Communications system including telephone system, provision for internet connections, Public Address Paging System, Private Branch Exchange (PABX)
a.5.3.2 Fire Alarm System
a.5.4. Panel board and Circuit breakers
a.5.5 Electrical Equipment
a.5.6. All electrical systems System to be tapped to existing connections.
a.6 Complete Mechanical Works
a.6.1. Automatic fire sprinkler system
a.6.2. Medical Pipe-in gas ready.
a.6.3. Air-conditioning and exhaust systems.
a.6.4. Elevator System
a.6.5. Water Reservoir and pumps
2. No works shall commence unless the contractor has submitted the prescribed documentary requirements and the (DEVMH)has given written approval. Work execution shall be in accordance with reviewed and approved documents. The Contractor shall process the approval of Permit to Construct (PTC) form DOH - Central Visayas Regional Office, Cebu City. Also the contractor shall process the Building Permit at his own expense.
3. The contractor shall be responsible for obtaining all necessary information as to risks, contingencies and other circumstances which may affect the works and shall prepare and submit all necessary documents specified by the concerned Building Officials to meet all regulatory approvals as specified in the contract documents.
4. The contractor shall submit a detailed program of works within fourteen (14) calendar days after the issuance of the Notice to Commence for approval by the procuring entity that shall include, among others:
a. The order in which it intends to carry out the work including anticipated timing for each stage of design/detailed engineering and construction;
b. Periods for review of specific outputs and any other submissions and approvals;
c. Sequence of timing for inspection and tests;
d. General description of the design and construction methods to be adopted;
e. Number and names of personnel to be assigned for each stage of the work;
f. List of equipment required on site for each stage of the work; and
g. Description of the quality control system to be utilized for the project.
5. Any errors, omissions, inconsistencies, inadequacies or failure submitted by the contractor that do not comply with the requirements shall be rectified, resubmitted and reviewed at the contractor-s cost. If the contractor wishes to modify and design or document which has been previously submitted, reviewed and approved, the contractor shall notify the (DEVMH) within a reasonable period of time and shall shoulder the cost of such changes.
6. As a rule, changes in design and construction requirements shall be limited only to those that have not been anticipated in the contract documents prior to contract signing and approval. The following guidelines shall govern approval for change or variation orders:
a. Change Orders resulting from design errors, omissions or non-conformance with the performance specifications and parameters and the contract documents by the contractor shall be implemented by the contractor at no additional cost to the (DEVMH)..
b. Provided that the contractor suffers delay and/or incurs costs due to changes or errors in the (DEVMH) performance specifications and parameters, the contractor shall be entitled to either one of the following:
1. An extension of time for any such delays under Section 10 of Annex -œE- of IRR (RA 9184); or
2. Payment for such costs as specified in the contract documents, provided, that the cumulative amount of the variation order does not exceed ten percent (10%) of the original project cost.
c. The contract documents shall include the manner and schedule of payment specifying the estimated contract amount and installments in which the contract will be paid.
d. The contractor shall be entitled to advance payment subject to the provisions of Section 4 of Annex -œE-, IRR (RA 9184).
e. The (DEVMH) shall define the quality control procedures for the design and construction in accordance with the (DEVMH) guidelines and shall issue the proper certificates of acceptance for sections of the works or whole of the works as provided for in the contract documents.
f. The contractor shall provide all necessary equipment, personnel, instruments, documents and others to carry out specified tests.
g. This design and build projects shall have a minimum Defects Liability Period of one (1) year after contract completion or as provided for in the contract documents. This is without prejudice to the liabilities imposed upon the engineer/architect who drew up the plans and specification for building sanctioned under Section 1723 of the New Civil Code of the Philippines.
h. The contractor shall be held liable for design and structural defects and/or failure of the completed project within the warranty period of 15 years for permanent structures/buildings as specified in Section 62.2.3.2 of the IRR (RA 9184)
IV. IMPLEMENTATION ARRANGEMENT
A. Reporting Protocol
a. Technical queries will be submitted to the HFDB (attention Director III) for action, copy furnished the DEVMH.
b. Billing Statements with supporting documents during design and construction will be submitted to the DEVMH for action.
B. Contact Persons
a. Dr. Nelson A. Elle
Chief of Hospital
Don Emilio Del Valle Memorial Hospital
Ubay, Bohol
b. Joan V. Kadusale
Administrative Officer
Don Emilio Del Valle Memorial Hospital
V. ELIGIBILITY REQUIREMENTS:
A. Basic
1. The eligibility requirements for Design and Build Scheme shall comply with the applicable provisions of Sections 23 - 24 of IRR of RA 9184. and
2. A modified set of requirements integrating eligibility documents and criteria for infrastructure projects and consulting services shall be adopted in accordance with Annex G - Guidelines for the Procurement and Implementation of Contracts for Design and Build Infrastructure Projects Annex -œG- of IRR of RA 9184
3. The Design and Build Contractor must have completed projects in the amount of at least fifty percent (50%) similar project (hospital facilities) in the last ten (10) years
B. Specialized
1. For the Pre-Detailed Design and Detailed Design portion of the contract, the Bidder is required to enter into a joint venture agreement with an architectural firm that will design the project the minimum number of professionals as shown below:
a. Project Coordinator
i. Licensed Architect or Engineer
ii. At least 10 years experience in overall project management
iii. Superb oral and written communication skills, organization skills and excellent administrative abilities.
b. Architect
i. Licensed Architect
ii. Preferably at least 5 years experience in hospital and hospital-related projects
iii. Proficient in AutoCAD software.
c. Structural/Civil Engineer
i. Licensed Structural/Civil Engineer and a member of the Association of the Structural Engineers of the Philippines
ii. Preferably at least 5 years experience in structural design practice
iii. Proficient in AutoCAD software
d. Electrical Engineer
i. Licensed Professional Electrical Engineer
ii. Preferably at least 5 years experience in hospital and hospital-related projects
iii. Proficient in AutoCAD software
e. Mechanical Engineer
i. Licensed Professional Mechanical Engineer
ii. Preferably at least 5 years experience in hospital and hospital-related projects
iii. Proficient in AutoCAD software
f. Sanitary Engineer / Master Plumber
i. Licensed Sanitary Engineer / Master Plumber
ii. Preferably at least 5 years experience in hospital and hospital-related projects
iii. Proficient in AutoCAD software
g. CADD Operator (at least one for architecture and one for each engineering specialty)
i. At least Bachelor-s Degree in Architecture or Engineering
ii. Proficient in AutoCAD software
2. For the construction portion of the contract, the Bidder must assign to the project professionals as shown below:
2.1 Project Manager (1)
i. Licensed Engineer or Architect
ii. At least 10 years of experience in construction management
iii. Good oral and written communication skills
2.2 Project Engineer (1)
i. Licensed Civil Engineer - Must be on site during construction
ii. At least 5 years of experience in construction management
iii. Good oral and written communication skills
2.3 Project Architect (1)
i. Licensed Architect
ii. At least 5 years experience in construction management
2.4 Materials Engineer (1)
i. Licensed Engineer
ii. DPWH Accredited
2.5 Construction Safety Officer (1)
i. Licensed Engineer/Architect
ii. DOLE accredited/trained - Must be on site during construction
2.6 Electrical Engineer (1)
i. Licensed Electrical Engineer
ii. Professional Electrical Engineer as maybe required
VI. APPROVED BUDGET COST
The total approved budget cost for the Project is Sixty Seven Million Six Hundred Eighty Thousand Pesos (Php 67, 680, 000.00)
VII. PROPOSED DESIGN AND CONSTRUCTION SCHEDULE
The Design and Build Contractor is required to complete the Project within an indicative period as shown below, to start upon the contractor-s receipt and signing of Notice to Proceed. The time frame to be followed for the project is as follows:
Design and Construction Schedule: 360 Calendar Days
1 2 3 4 5 6 7 8 9 10 11 12
ACTIVITY
Pre-Detailed/ Detailed Design
Construction including Application and Issuance of
Building Permit, Fire Permit and Acceptance and Turnover
VIII. MINIMUM REQUIREMENTS FOR CONSTRUCTION SAFETY AND HEALTH
A. General Requirements
No Contractor or subcontractor shall require any employee to work in surroundings or under working conditions that are unsanitary, hazardous, or dangerous to his health or safety.
In order to meet this general requirement, the contractor must:
1. Initiate and maintain programs (written or otherwise) to comply with this general requirement.
2. Provide frequent and regular inspections of the job sites by competent persons
-c Competent person means one who is capable of identifying existing and predictable hazards in the surroundings or working conditions which are unsanitary, hazardous, or dangerous to employees, and who has authorization to prompt corrective measures to eliminate them.
3. Prohibit the use of any machinery, tool, material, or equipment that is not in compliance with applicable requirements.
4. Permit only those employees adequately trained to operate machinery or equipment.
5. Provide training for all employees in:
-c Recognition and avoidance of unsafe conditions
-c Workplace safety and health requirements
-c Applicable hazards, safe handling, and personal protective equipment necessary for handling poisons, caustics, flammables, and other harmful substances relevant to their job duties.
-c Specific hazards and procedures for entering confined spaces if applicable
6. Provide provisions for medical care and first aid.
7. Develop an effective fire protection and prevention plan.
8. Insure appropriate housekeeping measures including clear walkways and removal of combustible scrap and debris.
9. Require the wearing of appropriate personal protective equipment such as hard hats, safety glasses, steel toe shoes, or other appropriate protective equipment in all operations where there is an exposure to hazardous conditions.
10. Develop an emergency action plan covering designated actions employers and employees must take to ensure employees safety from fire and other emergency.
-c Plan must be in writing for employers with greater than 10 employees
-c All employees must be trained upon initial assignment on the parts of the plan the employee needs to know in the event of an emergency.
11. Provide access to hand washing facilities, toilets, and an adequate supply of drinking water.
12. Provide safety and health signs that are clearly visible to construction workers and public.
13. Conduct regular safety meetings.
IX. BIDDING DOCUMENTS
The Bidding Documents will be given upon receipt of non-refundable fee of the cost of the documents indicated in the Invitation To Bid. These includes:
1. Instruction to Bidders
2. Bid Data Sheet and Conditions of the Contracts
3. Bill of Quantities and Program of Works
4. Terms of Reference
5. As-Built Plans and/or Schematic Lay-out/Call-out
X. DESIGN TECHNICAL SPECIFICATIONS AND REQUIREMENTS
The Bidder shall submit the following design deliverables in accordance with the design specifications, parameters and drawing checklist but not limited to the following:
Activity Reports and Documents Required
1. Master Site Development Plans and Conceptual nce3D Design Five (5) Sets Duly Signed and Sealed Master Site Development Plans in hard copy (at least 20 x 30 Paper size in desired minimum scale) and softcopy (Editable File.dwg and 3D Model.skp/cad/etc)
Powerpoint Presentation and/or Walkthrough Presentation
2. Design Phase
2.1 Detailed Architecture and Engineering Designs/Plans including applicable and/or approved revisions to the satisfaction of the Procuring Entity Five (5) Sets Duly Signed and Sealed Detailed Architecture and Engineering Plans/Drawing in hard copy (at least 20 x 30 Paper size in desired minimum scale) and softcopy (Editable File.dwg and 3D Model.skp/cad/etc)
(Refer to Design Parameters and Drawing Checklists)
2.2 Construction Technical Specifications Five (5) Sets Duly Signed and Sealed Construction Technical Specifications in hard bound
'
STRUCTURAL DESIGN AND ANALYSIS SPECIFICATIONS AND PARAMETERS
I. Codes and Standards
The Civil/Structural Design shall be in accordance with the following Codes and Standards
a: Codes
1. National Structural Code of the Philippines (NSCP) 2010
2. National Building Code of the Philippines and its revised IRR
3. Accessibility Law
4. Local Codes and Ordinances
a: Standards
1. Bureau of Product Standards (BPS)
2. Philippine National Standards (PNS)
3. DPWH Blue Book
4. American Concrete Institute (ACI)
5. American Society for Testing Materials (ASTM)
6. American Welding Society (AWS)
7. Implementing Guidelines issued by the DOH
II. Design Criteria shall be submitted first to the Procuring Entity for concurrence of the following minimum design requirements:
A. Design Loads (Dead Load, Live Load, Wind Load, Seismic Load and Analysis Procedure, Load Combinations)
B. Materials (Concrete, Reinforcing Steel Bars, Structural Steels)
C. Foundation (Allowable Foundation Pressure)
D. Design References
III. Minimum Design Input File in Structural Software and Required Reports
A. JOB INFORMATION
B. JOINT COORDINATES
C. MATERIAL DEFINITION/SPECIFICATION
D. MEMBER PROPERTY
E. SUPPORT DEFINITION
F. LOAD DEFINTION (Seismic/Dead/Live/Wind/Load Combinations)
G. ANALYSIS PROCEDURE
H. ANALYSIS RESULT
I. LOAD LIST
J. SUPPORT REACTION LIST
K. DESIGN RESULTS (FOOTING/ COLUMN/ BEAM)
L. LOAD DIAGRAMS
M. STRUCTURAL PLANS
IV. Buildings
1. The hospital buildings should be designed using seismic importance factor required for immediate occupancy category based in the latest NSCP Requirements. In the design, the Designer shall ensure that the facilities can withstand moderate seismic activity of at least 8.0 Magnitude. Seismic gaps between buildings (old and new) should be properly observed.
2. The building should be designed also using wind importance factor of 1.15 (especially for design of trusses/roofing system) and can withstand wind speed of three hundred (300) kilometers per hour. Concrete gutters and parapet walls should be provided as additional protection to the roofing system during strong typhoons.
3. The structural designer should verify with Philippine Volcanology and Seismology (PHIVOLCS) the distance of the proposed hospital to nearest active fault lines and with the DENR for geo-hazard mapping.
V. Details - the following shall be provided: (Ensure resilience of roofing system to a strong wind velocity of 300km/hr.)
1. Connection details of beams and columns following the requirements of NSCP on confined areas.
2. Splicing details of reinforcing bars on columns and beams and the required bar cut-off points.
VI. Summary of Materials
1. Concrete shall be Portland cement and conforming to ASTM Specification C150, Type I to Type II
2. Coarse Aggregates shall consist of washed gravel, crushed stone or rock or a combination thereof conforming to ASTM C33
3. Concrete Hollow Blocks shall be a standard product of recognized manufacturer conforming to PNS 16 with at least 350psi strength.
4. Structural steel shall conform with ASTM A36/A6M
VII. Drawing Requirements: See attached checklist
---End of Scheme-”
SUBJECT : ARCHITECTURAL DESIGN PARAMETERS
I. Codes and Standards
The Architectural Works shall be in accordance with the following Laws, Codes, Standards and implementing guidelines issued by the DOH
-c Laws and Codes:
1. National Building Code of the Philippines and its Latest and Amended IRR
2. RA 9266 or Architecture Law and its Latest and Amended IRR
3. RA 4226 or Hospital Licensing Act and its Latest and Amended IRR
4. BP 344 or Accessibility Law and its Latest and Amended IRR
5. AO 35, s. 1994 or AO Pertaining to the Control of Radiation Hazards
6. RA 9514 Fire Code of the Philippines
7. Existing Local Codes and Ordinances.
8. And other Laws that applies to the projects
-c Standards:
1. Bureau of Product Standards (BPS)
2. Underwriters Laboratory (UL)
3. DOH Technical Guidelines for Hospital & Health Facilities Planning and Design
4. Implementing Guidelines issued by the DOH
II. General Drawing Guidelines
1. General
-c All drawings shall be computer-drafted. Drawings shall be submitted both in printed and electronic copies.
-c Keep the same orientation for all plans. The north orientation shall be indicated in all architectural floor plans. The orientation of the architectural plans shall be consistent with all the engineering plans.
-c Existing buildings and new works shall be clearly indicated and labeled in the site plans.
-c Detailed plans shall have a scale not smaller than 1: 50 meters.
-c Spot detailed plans, elevations, and sections shall have a scale not smaller than 1: 10 meters.
-c Avoid notes such as -˜see architectural detail- or -˜see structural-. Always refer with a callout to the specific detail drawing and sheet number.
2. Site Plans
-c The site plans shall have a scale not smaller than 1 : 400 meters.
3. Floor Plans
-c All plans shall be 1: 100 meters. The same scale shall be used for the rest of the architectural, structural, sanitary, plumbing, electrical and mechanical plans, except for each trade-s site plan, detailed plans and spot details.
-c Elevation callouts shall be indicated on the floor plans and shall be consistent with the elevation drawing.
-c Section line callouts on the floor plans shall be consistent with the section drawing.
-c Floor plans shall be indicated with boxed room callout numbers, including the callout for floor finishes and wall finishes.
-c Floor elevations shall be indicated in the floor plans. This shall be in reference to the natural grade line or the established finished floor lines of the adjoining existing buildings.
-c The location of mechanical equipment, e.g. air conditioning shall be indicated in the floor plans. This shall be consistent with the mechanical and electrical plans.
-c Door callouts shall be circles with the proper numbering, e.g. D-01.
-c Window callouts shall be hexagons with the proper numbering, e.g. W-01.
4. Elevations and Sections
-c Finish floor lines and top of truss lines shall be consistent in all the elevations, sections and structural plans and details.
5. Reflected Ceiling Plans
-c Reflected ceiling plans shall be indicated with boxed room callout numbers, including the callout for ceiling finishes and lighting fixtures.
-c Ceiling height relative and in reference to the finish floor line shall be indicated in the reflected ceiling plans in each room with boxed dimensions. This is to ensure that the ceiling heights of all rooms are established whether or not reflected in the sections.
-c The description and location of the fixtures, e.g. lighting, smoke detectors, aircondition vents, exhaust fans, in the reflected ceiling plans shall be consistent with the electrical and mechanical plans.
6. Roof Plans
-c Location of all downspouts shall be indicated in the roof plans.
7. Doors and Windows
-c Door and window schedules shall indicate the type of door or window, the number of sets, the location/s of the door or window, the materials and accessories included and other special specifications, e.g. color or finish.
8. Details
-c Provide a minimum of one (1) bay section of a scale not smaller than 1 : 50 meters for each major building preferably cut along the area with special construction design.
-c Provide spot detail plans, elevations and sections of a scale not smaller than 1:10 meters for special designs with aesthetic treatment and ornamentation.
-c Provide detail plans of a scale not smaller than 1 : 50 for all areas needing tile pattern, e.g. lobby, corridor, entrance walk, showing the position and pattern of tiles.
-c Centerline location of plumbing fixtures shall be indicated in detail plans with lines of reference and its corresponding dimensions. This is to indicate the exact locations of the plumbing/sanitary roughing-ins.
III. Site Works
-c The Master Site Development Plan of the Hospital shall include the following:
a. Contour and survey of the lot, including bearing and distance of the property line
b. Road network and curbs and sidewalks
c. Parking spaces
d. Reference location of existing trees
e. Reference location and footprint of existing buildings, with the corresponding building names and dimensions, including distances between adjacent buildings, and distances between buildings and the nearest property line
f. Reference location of utilities, e.g. water reservoirs, septic tank, wastewater treatment plant, powerhouse, transformers, waste storage area, security outposts
-c The layout of the buildings on the site shall be zoned according to the service it provides:
a. The outer zone shall include all front line services, e.g. emergency, out-patient, x-ray, laboratory and other ancillary department.
b. The inner zone shall include the wards.
c. The deep zone shall include services like the operating room, delivery room, nursery, intensive care unit and other sensitive hospital services.
d. The service zone shall include non-medical services but are essential to hospital operations, e.g. dietary, engineering, linen and laundry, and morgue.
-c There shall be a separate road network and entry/exit for the public and the service vehicles, e.g. ambulance, waste collection vans, delivery trucks.
-c In limited lot areas, buildings should at least be spaced four (4) meters apart to allow natural light and ventilation.
-c Ramps shall be provided in all main entrances of the buildings and other access openings to walkways leading to other buildings.
-c
IV. Building Architectural Works
1. Floor Plans
-c The structural, sanitary, plumbing, electrical and mechanical designs are required to refer to the architectural plans and specifications in case of discrepancies. If an engineering design will have any possible conflict or interference on the architectural design, the latter may be adjusted provided that the aesthetic value will not be compromised.
-c The architectural and engineering plans shall be consistent all throughout in terms of dimensions and locations of columns, beams, walls, roof line, conduits, ducts, pipes, and fixtures, among others. Column and beam grid lines shall also be consistent in all the architectural and engineering plans.
-c Verify and coordinate floor plans with the mechanical, electrical and sanitary design with regard to the requirements for mechanical rooms, AHU rooms, electrical rooms, pipe chase, and other engineering requirements.
-c Public toilets shall have provisions and fixtures for persons with disability as required by BP 344. If enough space allows, toilets specially made and designated for persons with disability is preferable.
2. Walls
-c Exterior walls shall be 200mm. thick, while interior walls shall be 150mm. thick. This is indicative of the finished wall thickness including the plastering and tile works.
-c Layout and work on wall and floor tiles must be aligned, plumb, level, and square.
-c All edges, corners and intersections of toilet tiles, including the top-most tile not reaching the ceiling shall be provided with polyvinyl chloride tile trims.
-c Tile color, size and design shall be approved first before installation.
3. Floors
-c If floor tiles in two adjacent rooms with different material, color or design meet at the door opening, the cut shall be located middle of the door thickness when in a closed position. Provide details in the floor pattern design.
-c Floors at the openings of toilets for persons with disability shall be sloping. Indicate in the plans and sections.
-c The size of the floor tiles of the offices and wards shall be 600mm. X 600mm, or bigger depending on the proportion to the size of the room. Indicate the tile pattern.
-c Layout and work on wall and floor tiles must be aligned, plumb, level, and square.
-c All edges, corners and intersections of toilet tiles, shall be provided with polyvinyl chloride tile trims.
-c Tile color, size and design shall be approved first before installation.
4. Ceiling Works
The following rooms shall have a minimum ceiling height:
Intensive Care Unit/Treatment room - 2850mm
Semi-Private/Private Rooms - 2850mm
Wards of 4 beds and up - 2850mm
Hallway/lobby - 2850mm
-c Ceiling height for areas with special aesthetic treatment, e.g. lobby, major conference room, auditorium, executive office, shall be proportional to the area or room or as required by the designer. However, this shall not be lower than 3000mm. Provide details.
-c If acoustic boards on aluminum T-runners would be used for the ceiling, layout should be on center and avoiding cut pieces. If the remaining perimeter of the ceiling is less than 600mm. wide, it shall be designed complimentary with fiber cement boards on light gauge metal furrings. Likewise with acoustic boards in big areas, e.g. offices, and wards, shall be designed in a way to break the redundancy. Provide details.
-c Soffit of exterior beams and slabs shall have drip moulds to prevent damage due to water sipping into the eaves or ceiling. Section details shall be required to show the drip mould.
5. Doors and Windows
-c Doors, windows, locksets, hardware and all accessories shall be of type appropriate to the location where it is applied and shall be of premium grade and quality performance.
-c Doors on all patient rooms shall be flushed doors in "high pressure laminate finish" and should be provided with stainless kickplate. Viewing panel shall be provided on selected doors and as required by the hospital.
-c All door hardware and accessories shall be of 304 stainless steel the least; lockset be Grade 2 certified.
-c Toilets and other wet areas shall use flush doors in waterproofed and automotive finish . Use of PVC doors shall not be allowed.
-c Fire escape doors, should be provided with panic hardware and door closers, and shall conform with the requirements of the Fire Code of the Philippines.
-c Extruded Aluminum frames of glass doors and windows shall be powder-coated/Analok.
-c All glass panels for doors and windows on exterior walls shall at least be 6mm thick .
-c Glass panel on ICU/Treatment room on third floor should be tempered.
-c Door finish and color shall be approved first before application.
-c Window sills shall be slightly sloped outwards to prevent damage to windows and paint due to water seepage. Section details shall be required to show this slope.
-c All doors of a high-occupancy room shall swing outwards and as required by the Fire Code of the Philippines.
-c Door jambs with no moulding/casing installed on concrete walls shall have construction grooves all around. Provide details.
-c All doors and windows shall have reinforced concrete lintel beams. Provide details.
6. Stairs, Ramps and Corridors
-c Ramps for persons with disability shall have a slope not higher than 1 : 12. Handrails and clearances shall conform with the requirements of BP 344.
-c Regular stairs shall have risers at 150mm. high and treads at 300mm. wide. Fire stairs could have a maximum riser at 200mm. and tread at 250mm. Handrails shall be 1100mm. high. Clearances shall conform with the requirements of the Fire Code of the Philippines.
-c Corridors shall have a minimum unobstructed width of 2450mm. This shall be measured clear from the surface of the finished wall and not on-center of the rough CHB wall.
-c Corridors shall not be areas for temporary or permanent storage of stretchers, wheelchairs, trolleys, food carts, oxygen tanks or other movable hospital equipment. Storage or parking spaces shall be provided for these.
-c Corridors and exit doors shall conform with the requirements of the Fire Code of the Philippines.
7. Fixtures and Accessories
-c Three-way electrical light switches shall be provided at the foot and the top of the stairs per floor. Likewise at both ends of a long corridor.
-c Electrical light switches shall be located by the knob side of the door.
-c Electrical switches and outlets shall be installed plumb and level.
-c PWD toilets shall always be provided with stainless steel handrails in conformity to the requirements of BP 344.
-c A drainage line shall be provided for window-type airconditioners. Likewise, split-type airconditioners located in the interior part of the building shall be so located adjacent to areas with drainage lines, e.g. toilets, downspouts, balconies.
8. Roofing Works
-c The section of the roof gutters shall be designed, in case of a clogged downspout, so that the overflow of water will be directed outside of the building and not towards the eaves or interior ceiling to prevent any damage. Provide details.
-c Avoid valley or inside gutters in roof design. But in cases required in aesthetic design, valley or inside gutters shall be in stainless steel or concrete gutters with membrane-type waterproofing, and the section shall be designed with a capacity for big volume to prevent any damage due to overflow. Provide details.
-c Parapets, designed as a roof protection from the winds, must be designed to satisfy the preceding parameters. Provide details.
-c The slope of the roof shall not be less than 30 degrees.
9. Painting
-c Painted ceiling shall be in flat latex finish, while cornices and mouldings shall be in gloss enamel finish (if available).
-c Painted interior wall shall be at least in semi-gloss latex finish for ordinary rooms, e.g. offices, unless specified to a higher type of paint.
-c Patient-related rooms, e.g. emergency rooms, out-patient department and wards, shall be in anti-bacterial and odor-absorbent paint finish.
-c Painted exterior wall shall be at least in moisture-resistant/water-repellant solvent-based paint finish, textured or smooth, unless otherwise specified.
-c Paint color and shade shall be approved first before application.
10. Special Features and Furnishing
-c Station counters and cabinets for Nurse stations
-c Staff locker on third floor
-c Cabinet on Private/Semi-private rooms, Infirmary rooms including on Doctor's room
-c Provide gang chair on Family lounge area (4th floor), Balcony Lounge (4th floor) and Family Waiting Lounge (3rd floor)
-c Provide nametag/signage on all rooms.
V. Specific Requirements
-c Provide spot detail plans and sections of the following:
1. Gutter, eaves, and parapet
2. Ceiling - covelight, special connections and design, mouldings, valances
3. Stairs - handrail, and baluster design
4. Ramps - handrail design and floor pattern
5. Doors, windows
6. Special Architectural Treatment and Design (if available) e.g. faA§ade design, special window and door, counter/nurse station counter
7. Special Carpentry Works, e.g. partitions, cabinetry
8. Other details as may be required
VI. Summary of Materials
-c Materials to be used shall be fire-resistant, non-toxic, moisture-resistant and termite-resistant, e.g. fiber cement board, light-gauge steel frame, polyvinyl chloride ceiling panels.
-c Wet areas, e.g. toilets, and kitchen shall use non-skid/non-slip vitrified ceramic floor tiles.
-c Heavy traffic areas, e.g. lobby, and corridor shall use heavy-duty seamless granite floor tiles or a higher type of floor material.
-c Ramps and stairs shall use non-skid/non-slip floor tiles, materials as specified.
-c Aluminum T-runners shall be powder coated.
-c Metal rod hangers with adjustable clips, and not galvanized iron wires, shall be used to support and suspend the aluminum T-runners and light gauge metal furrings.
-c Roofing sheets shall be Ga.# 24 aluminum-coated, pre-painted, and pre-formed.
VII. Drawing Requirements: See attached DOH checklist of drawings.
---End of Scheme---
SUBJECT: DESIGN PARAMETERS (STRUCTURAL/CIVIL WORKS)
I. Codes and Standards
The Civil/Structural Design shall be in accordance with the following Codes and Standards
a: Codes
1. National Structural Code of the Philippines (NSCP) 2010
2. National Building Code of the Philippines and its revised IRR
3. Accessibility Law
4. Local Codes and Ordinances
a: Standards
1. Bureau of Product Standards (BPS)
2. Philippine National Standards (PNS)
3. DPWH Blue Book
4. American Concrete Institute (ACI)
5. American Society for Testing Materials (ASTM)
6. American Welding Society (AWS)
II. Site Works
Based on Master Site Development Plan of the Hospital, provide as applicable complete design and details of hospital road (concrete with curb and gutter, including drainage) network, walkways parking areas and fencing.
III. Buildings
1. The hospital buildings should be designed using seismic importance factor of 1.5 for immediate occupancy category. Buildings should be designed in accordance with NSCP Requirements up to Magnitude 7 for those near seismic source Type A. Seismic gaps between buildings (old and new) should be properly observed.
2. The hospital buildings should be designed also using wind importance factor of 1.15 (especially for design of trusses/roofing system). Concrete gutters and parapet walls should be provided as additional protection to the roofing system during strong typhoons.
3. The structural designer should verify with Philippine Volcanology and Seismology (PHIVOLCS) the distance of the proposed hospital to nearest active fault lines and with the DENR for geo-hazard mapping.
4. The structural designer is encouraged to use fire-resistive and non-toxic materials.
5. Exposed Rebars above the fourth floor roofdeck should be Rustproof painted right after roofdeck construction.
IV. Details - the following shall be provided:
1. Connection details of beams and columns following the requirements of NSCP on confined areas.
2. Connection of trusses to beams and columns
3. Splicing details of reinforcing bars on columns and beams and the required bar cut-off points.
V. Summary of Materials
1. Concrete shall be Portland cement and conforming to ASTM Specification C150, Type I to Type II
2. Coarse Aggregates shall consist of washed gravel, crushed stone or rock or a combination thereof conforming to ASTM C33
3. Concrete Hollow Blocks shall be a standard product of recognized manufacturer conforming to PNS 16 with at least 350psi strength.
4. Reinforcing Bars shall conform with PNS Grade 60 for 16mm dia. and above and PNS Grade 40 for 12mm dia and below.
5. Structural steel shall conform with ASTM A36/A6M
6. Bolts and Studs shall conform with ASTM A 325
7. Welding electrodes shall be E60 or E 70 and conform with AWS
VI. Drawing Requirements: See attached checklist
SUBJECT : SANITARY/PLUMBING DESIGN PARAMETERS
I. Codes and Standards
The Sanitary/Plumbing Design shall be in accordance with the following Codes and Standards.
a: Codes:
1.
2. National Building Code of the Philippines and Its New IRR
3. Fire Code of the Philippines
4. National Plumbing Code of the Philippines (NPCP)
5. Sanitation Code of the Philippines
6. Existing Local Codes and Ordinances.
a: Standards:
1. Bureau of Product Standards (BPS)
2. Philippine National Standards for Drinking-Water
3. Underwriters Laboratory (UL)
4. DOH National \ Laboratory (NRL)
5. DOH Health Care Waste Management Manual
6. National Water Resources Board (NWRB)
7. National Plumbers Association of the Philippines (NAMPAP)
8. Philippine Society of Sanitary Engineers, Inc. (PSSE)
II. Site Works
a: Based on the Master Site Development of the Hospital, the Site Works shall provide complete layout of the following:
1. Storm Drainage Network, indicating Drainage Manholes and Pipe Culvert;
2. Sewerage Pipe Network, indicating Sewage Manholes, Sewage pipes and the location of the proposed Sewage Treatment Plant; and
3. Water Supply Network, indicating the location of Water Service entrance, Cisterns, Elevated Water Tank and proposed Pump House.
a: The Storm Drainage Network shall accommodate the magnitude of peak rates of surface run-off including drainage coming from the buildings. The system shall be capable of handling the design flows routing to the designated outfall;
For rainfall calculation and sizing of drainage pipes, refer to Table-D2, Appendix-D, National Plumbing Code of the Philippines and current rainfall record from PAGASA.
a: The Water Supply Network shall include the provision of Fire Hydrants, accessible Drinking Fountain that will serve as testing point for safe and potable water supply;
Per capita water demand: 130-150 gal/capita/day per bed
III. Building Facilities Sanitary/Plumbing System
1. Sewerline and Vent System
a: Provide complete Sewerline and Vent System from all (Domestic) plumbing fixtures and floor drains, laid by gravity flow leading to the Sewage Treatment Plant (STP);
a: For Demand Weight of Fixtures in Fixture Units; refer to Appendix A, Table A-2, NPCP
2. Wastewater line and Vent System
a: For all Areas dealing with Laboratory activities and generating infectious wastes, provide separate Wasteline and Vent System routing into a proposed Neutralization Tank prior to discharge to the Sewage Treatment Plant;
a: For Estimated Demand Weight of Fixtures in Fixture Units; refer to Appendix A, Table A-2, NPCP
3. Waterline System
a: Provide complete cold water supply pipes to all plumbing fixtures. From the main water source to cistern, the water shall be pumped to the Elevated Water Tank (EWT) and conveyed to the fixtures by gravity system and or distributed to fixtures by transfer pumped with constant pressure through a Pneumatic Storage Tank to plumbing fixture, whichever is feasible.
a: The source of watersupply from all watercloset must be from the product water of the Sewage Treatment Plant.
4. Storm Drainage System
a: Complete Storm Drainage System shall be provided for all roofs, canopies, concrete ledges and balconies including condensate drains laid for gravity flow connected to a leader/pipe line leading to the natural ground level storm drainage network.
IV. Specific Requirements
a: Provide details of the following:
1. Cistern Tanks and Elevated Water Tanks (c/o Mechanical)
V. Summary of Materials
a: Sewer and Vent pipes; Plasticized Polyvinyl Chloride (PVC) extra series 1000 (Conforming to ISO 4435 ASTM D2729 including Trims and Fittings)
a: Storm Drainage pipes; Downspouts, Plasticized Polyvinyl Chloride (PVC) extra series 1000 Conforming to ISO 3633, ISO 4435 ASTM D2729 including Trims and Fittings, BPS Certified)
a: Drainage Pipes; 250mm dia. and below, Non-Reinforced Concrete Pipe (NRCDP)
300mm dia. and above, Reinforced Concrete Pipe (RCDP)
a: Drainage Manholes; Street Inlet, Curb Inlet, Traffic Type Reinforced Concrete
Area drain/Catch Basin, Reinforced Load Bearing CHB
a: Cold Waterline pipes; for buildings, Polypropylene Pn16/Pn20 Fusion Weld Pipes including Trims and Fittings (BPS Certified)
a: Plumbing Fixtures including Trims, Fittings and accessories; (BPS Certified)
a) Water Closet-Tank Type lever flush
b) Lavatory-(Pedestal/Counter Type) /semi-pedestal with C-spout spray faucet
c) Kitchen Sink-Ga#16 Stainless Steel seamless bowl with gooseneck faucet
d) Urinal-Wall hung Flush valve/lever/push button or waterless type
VI. Drawing Requirements: See attached DOH checklist standard based on Revised IRR of the National Building Code of the Philippines (PD 1096)
---End of Scheme---
SUBJECT : MECHANICAL WORKS DESIGN PARAMETERS
I. Codes and Standards
The Mechanical Design shall be in accordance with the following Codes and Standards.
a: Codes:
1. National Building Code of the Philippines and Its New IRR
2. Fire Code of the Philippines
3. Mechanical Engineering Code of the Philippines (ME Code)
4. Existing Local Government Codes and Ordinances.
a: Standards:
1. Bureau of Product Standards (BPS)
2. Philippine National Standards (PNS)
3. Underwriters Laboratory (UL) and Factory Mutual (FM)
4. International Electrotechnical Commission (IEC) 1988
5. National Fire Protection Association (NFPA)
6. National Fire Protection Association (NFPA) 99 Standard for Health Care Facilities.
7. American Society of Heating, Refrigeration and Air Conditioning Engineers (ASHRAE).
8. Center for Disease Control and Prevention (CDC) Manual.
II. Automatic Fire Sprinkler System
The automatic fire sprinkler system shall be composed of complete plans and drawings of the following:
1. Site Development Plan and Vicinity Map, indicating the location of the buildings, firewater reserve tank, firewater line, yard loop and fire hydrant.
2. General Notes, Legends and Symbols including Schematic Diagram of the Fire Sprinkler System and Fire alarm location.
3. Floor Layout and Isometric Layout of the Automatic Fire Sprinkler System indicating pipe sizes and the location of the pipes, valves, sprinkler heads, riser nipples, fire hose cabinets, sprinkler main riser, drain pipes, cross mains, branchlines, inspector-s test connections, hangers and sway braces.
-c An automatic fire sprinkler shall be provided in Philhealth building.
-c Hazard Classification shall be Light Hazard Occupancy.
-c Area of coverage shall be 146 square meters and water density shall be 4.07 lps/sq. m.
-c Protection area per sprinkler head shall be 20 square meters at 2.2 meters minimum distance between sprinklers and 4.2 meters maximum spacing.
-c A Firehose cabinet equipped with firehose, nozzle, axed and fire extinguisher shall be provided on the third and fourth floor.
-c Fire extinguishers (type ABC, 5 kg capacity) shall be provided on the third and fourth floor.
III. Ventilation and Air Conditioning System
The ventilation and air conditioning system shall be composed of complete plans and drawings of the following:
The ventilation and air conditioning system shall be composed of complete plans and drawings of the following:
1. General Notes, Legends and Symbols including Schematic Diagram of the Ventilation and Air Conditioning System.
2. Floor Layout of the Ventilation and Air Conditioning System indicating the capacity and location of the air conditioners and fans.
3. Equipment Schedule and Details drawings of Air Conditioners and Ventilating System.
-c All airconditioning units must be "inverter type"
-c Air conditioning system shall be provided in all semi-private/private rooms, Intensive Care Unit, Conference room, Infirmary Rooms, Doctor's Quarter, Nurse Supervisor area, Treatment room and other areas where air conditioned is necessary.
-c Split type/Floor mounted air conditioners will be used at areas with larger capacities.
-c Window type air conditioners shall be used in areas with exterior wall exposure.
-c Ceiling cassette type exhaust fans with integral air diffuser shall be provided in all toilets without ventilation.
IV. Medical Gases and Vacuum System
The pipeline system of medical gases and vacuum shall be composed of the following:
1. Floor Layout and Isometric Layout of the Medical Gases and Vacuum System indicating pipe sizes and the location of the pipes, valves, zone valves, alarms, outlet stations, cross mains, branch lines, hangers and sway braces.
-c Medical pipe-in preparation shall be provided on all patient rooms of 3rd and 4th floor.
-c The pipeline system shall be equipped with zone valves .
-c Flow calculations shall be based on NFPA 99 Standard for Health Care Facilities.
-c Piping shall be of seamless type -œK- or -œL- hard tampered copper tubing suitable for silver brazing. Joint and fittings for copper tubing shall be cast bronze designated for brazing.
-c Control valves shall be provided on the pipe-in preparation.
V. Elevator System
The elevator system shall be composed of complete plans and drawings of the following:
1. General Notes, Legends and Symbols including Schematic Diagram.
2. Floor Layout, Elevator Shaft Plan and Machine Room Plan.
3. Equipment Schedule, Detail drawings and Equipment layout.
4. Architectural, Structural, Electrical and Mechanical drawings of the Elevator System.
VI. Summary of Materials
1. AUTOMATIC FIRE SPRINKLER SYSTEM
a. Sprinkler head shall be UL Listed/FM Approved, pendant, upright or sidewall unit, 83 LPM flow capacity per head and temperature fusing at 57.5A C to 74AC.
b. Pipes shall be B.I. Schedule 40. Screw fittings shall be used for inside piping.
2. AIR CONDITIONING AND REFRIGERATION SYSTEM
a. Refrigerant pipes shall be copper tubing, type L or K for size of 100mm diameter and smaller. Pipe over 100mm shall be black steel pipe Schedule 40.
b. All airconditioning units shall be inverter type.
c. Black steel pipes shall be standard seamless, lap-welded, or electric resistant welded for size of 50mm diameter and larger, screw type for size 38mm diameter and smaller, fittings for copper tubing shall be cast bronze fitting designed expressly for brazing.
d. Pipe insulation shall be pre-formed fiberglass or its equivalent. The insulating materials shall be covered with 100mm x. 13mm thick polythelene film, which shall be overlapped not less than 50mm.
e. Ducts shall be galvanized sheet steel of standard gauges.
f. Ductwork insulation materials shall be rigid board made of styropor or equivalent 25mm thick for ground and top floor, 13mm thick for intermediate floor.
3. MEDICAL PIPE-IN READY
a. All Copper tubing shall be type "L", seamless, degreased & clean for oxygen service.
b. All valves are made of stainless steel 316, "full bore", degreased & cleaned for oxygen service.
4. ELEVATOR SYSTEM
a. The hospital elevator shall machine roomless, or traction type only.
b. The elevator system shall be UL Listed/FM Approved.
c. The minimum internal car size shall be 1, 400mm wide and 2, 400mm long.
d. The car door opening shall be not less than 1, 000mm and 2, 100mm high.
e. Rated Capacity: 1600 kgs
VII. Drawing Requirements: See attached DOH Standard Checklists of Drawings
---End of Scheme---
SUBJECT: ELECTRICAL DESIGN PARAMETERS
I. Codes and Standards
The Electrical System Design Parameters shall be in accordance with the following Codes and Standards.
a: Codes:
1. Philippine Electrical Code
2. National Electrical Code
3. Fire Code of the Philippines
4. National Building Code of the Philippines and Its New IRR
5. Existing Local Codes and Ordinances
a: Standards:
1. Bureau of Product Standards (BPS)
2. Underwriters Laboratory (UL)
3. National Fire Protection Association
4. International ElectrotechnicalCommisssion (IEC)
5. Illumination Engineering Society (IES)
6. National Electrical Manufacturer-s Association (NEMA)
7. DOH Manual on Technical Guidelines for Hospital and Health Facilities Planning and Design
II. Site Works
Based on the Master Site Development of the Hospital, the Site Works shall provide complete Electrical layout of the following:
1. Substation/Power House to the new proposed structures.
2. Panelboard Layout
3. Service Conductors and Conduit Layout
4. Grounding System
III. Building Facilities Electrical System
1. Lighting System
-c Provide and install adequate normal branch circuits for Lighting System to all areas using the standard Lighting Design Analysis. Utilize the standard Illumination requirements per area of concern using the preferred particular type of luminaires.
-c Provide bedlight on Intensive Care Unit, Private and Semi private rooms on third floor.
2. Power System
-c Provide and install adequate normal branch circuits for the Power System.
3. Standby/Emergency System
-c Provide and install adequate life safety and critical emergency branch circuits for lighting or utilization equipment connected to the alternate power source.
4. Auxiliary System
-c Provide and install the following Auxiliary System:
a) Communication System
-c Telephone System (intercom)
-c Public Address Paging System
-c Master or Cable Antenna Television connection ready
b) Fire Alarm System
c) Security System (CCTV)
IV. Provide Details of the following:
1. Lighting Fixtures/Luminares
2. Panelboard and Circuit Breakers
3. Power and Telephone Handholes (as may be required)
4. Pedestal and Service Entrance to Bldg.
5. Grounding System Layout
6. Substation/Power House and Electrical Room
7. Others as may be required.
V. Summary of Materials
1. General Lighting Luminares: Fixtures type shall be as indicated on the Lighting Layout Plan.
-c All lighting accessories shall be LED.
-c Fluorescent Ballast: Magnetic or Electronic type with high power factor or high frequency energy saving type.
-c Fluorescent Fixture housing shall be steel sheet with high reflectance powder coat paint finish.
-c Downlights and Pinlights shall be of heavy gauge spun aluminum equipped with lamp as indicated on the drawings.
-c Other Special Lighting requirements shall be as approved by the implementing agency.
2. Wiring Devices: Wiring devices shall be non-automatic control devices, the contact is guaranteed by the pressure of the special spiral springs.
-c Switches shall be of 15A, 250V or 300V except as otherwise noted and approved. Terminals shall be screw-type or quick-connected type.
-c General use receptacle shall be 15A, 240V grounding type unless otherwise indicated on the drawings.
-c Special purpose receptacles shall be as called for on the drawings. Matching plugs shall be supplied.
-c Provide floor mounted outlets on the ICU Nurse station, third floor Nurse station and Conference room.
3. Panel boards and Circuit Breakers: The Panel board and Circuit Breakers shall be equipped wit

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